• 专利附录
  • 专利说明
  • 权利要求
  • 类似技术
  • 同族专利
  • 引用文献
  • 法律状态
  • 优先权
    • 专利摘要:
    The invention relates to a float (2) in particular an offshore wind turbine (1) comprising at least four columns (3, 4, 5, 6), including a central column (3) and three outer columns (4, 5, 6). ), connected to the central column by pontoon-shaped legs (8, 9, 10) made of concrete and provided with post-stressing cable plies (11, 12, 13, 14, 15, 16), characterized in that the ply cords (11, 12, 13, 14, 15, 16) have anchor ends provided with anchoring means embedded in corresponding projecting portions of these branches.
    公开号:FR3065038A1
    申请号:FR1753039
    申请日:2017-04-07
    公开日:2018-10-12
    发明作者:Cyrille Moiret；Bruno Radiguet
    申请人:DCNS Energies SAS；
    IPC主号:
    专利说明:

    (57) The invention relates to a float (2), in particular offshore wind turbine (1), comprising at least four columns (3, 4, 5, 6), including a central column (3) and three external columns (4, 5, 6), connected to the central column by pontoon-shaped branches (8, 9, 10) made of concrete and provided with plies of post-stress cables (11,
    12, 13, 14, 15, 16), characterized in that the cables of the plies (11, 12, 13, 14, 15, 16) have anchoring ends provided with anchoring means embedded in projecting parts correspondents of these branches.
    FLOATER FOR EXAMPLE OF OFFSHORE WIND TURBINE
    The present invention relates to a float, in particular an offshore wind turbine.
    Such floats are already known in the state of the art, as for example by the document WO 2014/031009.
    This document describes such a semi-submersible wind turbine float, which comprises at least four columns, for example of steel, including a central column, and at least three outer columns, connected to the central column by branches in the form of a pontoon, for example. concrete.
    In this document, the outer columns are connected to the central column in a star configuration.
    The outer columns and pontoon-shaped branches of this float also include ballasts, making it possible to adjust the level of buoyancy of this float.
    This allows for example the transport and installation of this wind turbine on an electricity production site.
    Floats of this nature are said to be hybrid, because they use a mixed structure, for example steel for the columns and concrete for the pontoon-shaped branches which connect the columns to each other.
    In the prior document mentioned above, means for pumping out these ballasts are also provided.
    These pumping means make it possible to pump water out of these ballasts to modify the buoyancy of the assembly.
    This prior document therefore generally describes the concept of a hybrid float.
    For a semi-submersible float architecture of the hybrid type, the reinforced concrete elements in the form of a pontoon connecting each outer column to the central column, need to be prestressed to ensure a certain overall monolithism of the structure of the float.
    The main problem that arises is the integration and anchoring of the various layers of post-stress cables that run through the pontoons and intersect in the central node of connection of the branches of the float.
    The arrangement of cables in the cable layers and the technical devices used for their anchoring are among the keys to the use of semi-submersible floats of hybrid technology, in particular to ensure their good mechanical strength.
    Finally, these floats must be easily achievable industrially and at a reduced cost.
    The present invention aims to advance the architecture of this type of floats.
    To this end, the subject of the invention is a float, in particular an offshore wind turbine, comprising at least four columns, including a central column and three exterior columns, connected to the central column by pontoon-shaped branches made of concrete and provided networks of post-stress cables, characterized in that the cables of the plies have anchoring ends provided with anchoring means embedded in corresponding projecting parts of these branches.
    According to other characteristics of the float according to the invention, taken alone or in combination:
    - each pontoon-shaped branch has a sheet of post-tensioned cables in its upper part and in its lower part;
    - the cable layers are superimposed at the level of the central part of the float;
    - the columns are made of steel;
    - At least the outer columns of the float are fixed on branches in the form of a pontoon by flanges;
    - the or each column is welded to the corresponding flange;
    - the or each column is bolted to the corresponding flange.
    The invention will be better understood on reading the description which follows, given solely by way of example and made with reference to the appended drawings, in which:
    - Figure 1 shows a schematic perspective view illustrating an embodiment of an offshore wind turbine float according to the invention;
    - Figure 2 illustrates plies of post-stress cables integrated in the pontoon-shaped branches of such a float;
    - Figures 3, 4 and 5 illustrate details of these cable layers respectively in the general structure of the float, at one end of a pontoon-shaped branch intended to receive a column and at the central part of this float;
    - Figures 6 and 7 illustrate in more detail the projecting portions for receiving means for anchoring post-stress cables, respectively at an outer column and a central column;
    - Figure 8 shows a sectional view illustrating these cable anchoring means; and
    - Figures 9 and 10 show perspective views illustrating an alternative embodiment of such a float.
    There has indeed been illustrated in these figures, and in particular in Figure 1, a hybrid float including offshore wind turbine.
    This offshore wind turbine is designated by the general reference 1 in these figures, and the float thereof is designated by the general reference 2.
    In the present application, the term hybrid is used to describe a float using at least two different materials to make different parts of it.
    Thus, and as indicated in the prior document mentioned previously, such a float 2 can comprise at least four columns, made for example of steel, including a central column, designated by the general reference 3, and three outer columns, designated by references 4, 5 and 6 respectively in these figures.
    These outer columns 4, 5 and 6 are connected to the central column 3 by branches in the form of a concrete pontoon, designated by the references 8, 9 and 10 respectively.
    Of course, other materials such as for example composite materials can be used.
    As previously indicated also, the central column 3 and the external columns 4, 5 and 6 can be columns for example of steel or other and have a cylindrical section, while the branches in the form of a pontoon can be made of concrete and present a polygonal box section, such as for example rectangular or square.
    Also conventionally, in this type of floats, the outer columns and the pontoon-shaped branches may include ballasts which are not the subject of the present application and which are therefore not shown.
    As previously indicated also, these pontoon-shaped branches are made of concrete into which are laid sheets of post-tension cables.
    These are for example illustrated in FIG. 2, in which it is generally recognized, the wind turbine 1 and the columns 3, 4, 5 and 6.
    Each outer column 4, 5 and 6 is then connected to the central column 3, by a branch in the form of a pontoon, provided as shown, with plies of post-stress cables.
    In fact, in the example described, each pontoon-shaped branch 8, 9 and 10 has a ply of post-stress cables in its upper part and in its lower part.
    Thus, for example, if we take the case of the pontoon-shaped branch 8, it can be seen in FIG. 2 in particular, that this comprises a sheet of post-stress cables in its upper part, designated by the general reference 11 and in its lower part, designated by the general reference 12.
    The corresponding cable plies for the branches 9 and 10, are designated respectively by the references 13 and 14 and 15 and 16, for their lower and upper plies respectively.
    These pontoon-shaped branches also include, to the right of each column, the plies of cables for anchoring the columns, respectively 17, 18, 19 and 20.
    These anchor cable plies are used, for example, to fix corresponding fixing flanges for columns, flanges to which these columns can be fixed by bolting, welding or others.
    The details of the arrangement of these plies of post-stressing and anchoring cables are illustrated in Figures 3, 4 and 5.
    These figures, and in particular in FIG. 3, recognize the plies of post-stress cables designated by 11, 12, 13, 14, 15 and 16, branches in the form of a pontoon and the plies of anchor cables. 17, 18, 19 and 20, for fixing the column flanges.
    Figure 4 is a detail view on an enlarged scale, illustrating the arrangement of these cable plies at one end of a branch in the form of a pontoon, for fixing a column.
    In fact, in this case, the plies of post-stress cables, for example 11 and 12, intended to enter into the constitution of the corresponding pontoon-shaped branch, for example 8, have anchoring ends provided with means anchor intended to be embedded in corresponding projecting parts of these branches.
    These ends are designated by the general references 11a and 12a respectively.
    In FIG. 5, an example of crossing the plies of post-stress cables of the different branches in the form of a pontoon is illustrated at the level of the central column.
    As illustrated, these cable plies are then for example superimposed on each other and can then cross.
    As indicated above, the cables of the plies have anchoring ends provided with anchoring means, embedded in corresponding projecting parts of the pontoon-shaped branches, after the operations of tensioning and injection of the ducts.
    This is for example illustrated in Figures 6, 7 and 8.
    FIG. 6 shows, for example, a free end of the branch 8 in the form of a pontoon.
    This then includes corresponding projecting parts, for example 21 and
    22, intended to receive the means for anchoring the anchoring ends of the plies of post-stress cables in particular.
    FIG. 7 illustrates, for its part, the corresponding projecting parts for example
    23, at the level of the central part of the float where, for example, the branches 8, 9 and 10 of the latter meet.
    The anchoring means are for example formed by any suitable anchoring member or anchoring device, such as that designated by the general reference 24 in FIG. 8. They can be protected by a cover intended for the injection of the conduits. (sheaths) of post-stress cables.
    This anchoring device is for example placed on each end of a cable of a ply and is embedded in a corresponding projecting part for example 21 of a pontoon-shaped branch for example 8 of the float.
    Of course, other embodiments can be envisaged.
    Thus for example, there is illustrated in Figures 9 and 10 an alternative embodiment of such a float.
    In this variant, the wind turbine 101 comprises a float 102, provided with five columns, namely a central column 103 and four external columns 104, 105, 106 and 107 respectively, connected by branches in the form of a pontoon respectively 108, 109, 110 and 111.
    In this exemplary embodiment, the number of plies of post-stress cables is reduced, insofar as these extend between the corresponding zones of two diametrically opposite columns.
    In this case, there are only two overlapping plies of cables and not three, as in the example described above.
    It is therefore understood that the invention makes it possible to facilitate the production of this type of floats, while improving the connection between the columns in particular by eliminating the fatigue force and therefore by limiting the cracking of the concrete.
    This also makes it possible to reduce the mass of the structure while increasing its durability.
    Of course, still other embodiments can be envisaged.
    权利要求:
    Claims (7)
    [1" id="c-fr-0001]
    1. -Boat (2), in particular offshore wind turbine (1), comprising at least four columns (3, 4, 5, 6), including a central column (3) and three external columns (4, 5, 6), connected to the central column by pontoon-shaped branches (8, 9, 10) made of concrete and provided with plies of post-stress cables (11, 12, 13, 14, 15, 16), characterized in that the cables of the plies (11, 12, 13, 14, 15, 16) have anchoring ends provided with anchoring means (24) embedded in corresponding projecting parts (21, 22, 23) of these branches.
    [2" id="c-fr-0002]
    2. -Boat (2) in particular offshore wind turbine (1) according to claim 1, characterized in that each branch (8, 9, 10) in the form of a pontoon comprises a sheet of post-stress cables in its upper part (11, 14, 16) and in its lower part (12, 13, 15).
    [3" id="c-fr-0003]
    3. -Boat (2) in particular offshore wind turbine (1) according to any one of the preceding claims, characterized in that the cable plies (11, 12, 13, 14, 15, 16) are superimposed at the central part of the float (2).
    [4" id="c-fr-0004]
    4. -Boat (2) including offshore wind turbine (1) according to any one of the preceding claims, characterized in that the columns (3, 4, 5, 6) are made of steel.
    [5" id="c-fr-0005]
    5. -Float (2) including offshore wind turbine (1) according to any one of the preceding claims, characterized in that at least the outer columns (4, 5, 6) of the float (2) are fixed on pontoon-shaped arms (8, 9, 10) with flanges.
    [6" id="c-fr-0006]
    6. -Float (2) including offshore wind turbine (1) according to claim 5, characterized in that the or each column (3, 4, 5, 6) is welded to the corresponding flange.
    [7" id="c-fr-0007]
    7, - Float (2) including hybrid offshore wind turbine according to claim 5, characterized in that the or each column (3, 4, 5, 6) is bolted to the corresponding flange.
    1/7
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    同族专利:
    公开号 | 公开日
    FR3065038B1|2019-06-21|
    WO2018185309A1|2018-10-11|
    引用文献:
    公开号 | 申请日 | 公开日 | 申请人 | 专利标题
    WO1996023690A1|1993-08-05|1996-08-08|Kvaerner A.S|A floating device|
    WO2014013097A1|2012-07-18|2014-01-23|Universidad De Cantabria|Semi-submersible triangular platform for use in the open sea|
    WO2014031009A1|2012-08-23|2014-02-27|Dr. Techn. Olav Olsen As|Floating, semisubmersible hull for supporting preferably one or several wind turbines and method for commissioning, floating and installation of the semisubmersible hull|
    WO2015048147A1|2013-09-24|2015-04-02|University Of Maine System Board Of Trustees|Floating wind turbine support system|
    GB201719303D0|2017-11-21|2018-01-03|Aep Group Ltd|Tension leg buoy|
    SE544127C2|2020-04-30|2022-01-04|Bassoe Tech Ab|Floating semi-submersible wind energy platform with t-shaped pontoon and its assembly|
    WO2021234601A1|2020-05-20|2021-11-25|Seawind Ocean Technology Holding B.V.|Floating platform for supporting offshore power generation structures and method for making said platform|
    CN113619746B|2021-10-13|2021-12-24|上海船舶研究设计院（中国船舶工业集团公司第六0四研究院）|Four-upright-column semi-submersible offshore floating platform|
    法律状态:
    2018-03-22| PLFP| Fee payment|Year of fee payment: 2 |
    2018-10-12| PLSC| Search report ready|Effective date: 20181012 |
    2020-03-13| PLFP| Fee payment|Year of fee payment: 4 |
    2021-03-11| PLFP| Fee payment|Year of fee payment: 5 |
    优先权:
    申请号 | 申请日 | 专利标题
    FR1753039|2017-04-07|
    FR1753039A|FR3065038B1|2017-04-07|2017-04-07|FLOAT, FOR EXAMPLE OF OFFSHORE WIND TURBINES|FR1753039A| FR3065038B1|2017-04-07|2017-04-07|FLOAT, FOR EXAMPLE OF OFFSHORE WIND TURBINES|
    PCT/EP2018/058902| WO2018185309A1|2017-04-07|2018-04-06|Floater, for example for an offshore wind turbine|
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